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Advanced Materials for Construction of Bridges, Buildings, and Other Structures III

September 7-12, 2003 - Davos, Switzerland


Editors: Vasant Mistry, P.E., Office of Bridge Technology, Federal Highway Administration, USA
Dr. Atorod Azizinamini, Ph.D., P.E., Civil Engineering Department, University of Nebraska, USA
John M. Hooks, P.E., Office of Infrastructure Research & Development, Federal Highway Administration, USA
The articles for these proceedings are not peer-reviewed.

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Reliability Analysis on Flexural Behavior of FRP Bridge Decks
Sang-Mo Jeong, Handong Global University
Sang-Jin Kim, Cheju National University
Young-Bum Kim, Cheju National University
Hyeong-Yeol Kim, Korea Institute of Construction Technology
Ki-Tae Park, Korea Institute of Construction Technology

ABSTRACT:
Design codes for the design of FRP bridge decks shall be established to promote the use of such innovative materials. For the purpose of preparing code provisions, reliability analyses were conducted to evaluate proper levels of safety and serviceability. Based on the results, several guidelines on design codes are suggested.

Sang-Mo Jeong, Sang-Jin Kim, Young-Bum Kim, Hyeong-Yeol Kim, and Ki-Tae Park, "Reliability Analysis on Flexural Behavior of FRP Bridge Decks" in "Advanced Materials for Construction of Bridges, Buildings, and Other Structures III", Vasant Mistry, P.E., Office of Bridge Technology, Federal Highway Administration, USA
Dr. Atorod Azizinamini, Ph.D., P.E., Civil Engineering Department, University of Nebraska, USA
John M. Hooks, P.E., Office of Infrastructure Research & Development, Federal Highway Administration, USA
Eds, ECI Symposium Series, Volume P5 (2003). http://services.bepress.com/eci/advanced_materials/8

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